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PANGLE FIRST STAKE REVIOUSLY LAID RALE TOWARD / \/`
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PROFILE {DPnONAL) / LIMIT OF DISTURBANCEFENCE \ �• ` \ \ / / • ' / ' / >
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2 RE-BARS.STEEL PR](ETS.OR 2'Y2•STAKES V ♦ V / /
1 1/2'TO 2' IN GROUND,DRIVE STAKES \ 44, \ .A.
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CONSTRUCTION SPECIFICATIONS
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ANCHORING DETAIL 1. STONE SZE-USE 2•CRUSHED SCREENED ROCK.
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2. LENGTH- AS REOURED,BUT NOT LESS THAN 50 FEET-
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3, TIIpSHESS-NOT LESS THAN SIX(6(INCHES. N \ / /
4. MOTH EGRESS (1p`}URFOOT MIN1NYN,BUT NOT LESS THAN THE RILL.MOTH AT POINTS WHERE HGRESSS. \ • \ /
CONSTRUCTION SPECIFICATIONS 5. FILTER CLOTH -WILL BE PLACED OVER THE ENTRE OREA PRIOR TO PLAoNG OF STONE. / / N ',, ,\ , , ,4 ,,,
5. SURFACE WATER-ALL SIJ RFACE WATER FLOWN;OR DIVERTED TCIYrARD COHSTRIICTON ENTRANCES N \!♦ \ • / /
SHALL BE PIPED ACROSS THE ENTRANCE_ IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM NfTH&1 / EDGE OF
1, BALES SHALL BE PLACED AT THE TOEOF A SLOPE OR ON THE CONTOUR AND IN A ROW ------
SLOPES RILL DE PERMITTED. N \ ASPHALT /
7. MAINTENANCE-THC ENTRANCE SHALLBE MAINTAINED IN A COMMON M•IKN iHLL PREVENT TRACKING / \ N • LIGHT �� /
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WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. /�
DR FLOWING OF 5EDINENT ONTO PUBLIC RIGHTS-GF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING
2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF(4]INCHES,AND PLACED MTH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN GUT OF ANY MEASURES / N \. ''. ''. \ ''. ''. ''. ,', ,,, ROAD , /
SG THE BINDINGS ARE HORIZONTAL / /
USED TO TRAP SEDIMENT. ALL ESEDIMENTMMED SPILLED,DROPPED,WASHED OR TRACKED ONTO PUBUC
3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY OTHER TWO STAKES DR RE-BARS RIGHT-DF-WAY MUST BE REMOVED IMMEDIATELY. N
DRIVEN THROUGH THE BALE THE FIRST STAKE N EACH BALE SHALL BE DRIVEN 6. WASHING- WWIEEL5 SHALL BE CLEANED TO REMOVE SEDILENT PRIOR TC ENTRANCE ONTO PUBLIC N N / / \ --- / /
TOWARD THE PREWAOLFSLT LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER. RIGHTS-OF-WAY. WHEN WASHING I5 REQUIRED,IT SHALL BE DONE ON AN AREA STABILIZED*ATH kt •
STAKES SHALL BE DRN�EN FLUSH WITH THE BALE STOIC AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DECK m m m / ''./
4. INSPECTION SHALL BE FRECUENT AND REPAIR REPLACEMENT SHAUl BE MADE PROMPTLY S. PERIODIC INSPECTION APO HEEDED MAINTENANCE SHALL DE PROVIDED AFTER EACH RAIN. N • •
AS HEEDET2 BY THE CONTRACTOR. 10. STA5IuZED CONSTRUCTION ENTRANCE MUST BE INSTALLED BEFORE BEGINNING CON STRUC C•i. \\/ / N i • /
5. DALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT'TO •e. //,/
BLACK OR IMPEDE STORM FLOW OR DRAINAGE. \ \ \\ \ ''. / ,'. ''. .'. / ,
STRAW BALE DIKE STABILIZED CONSTRUCTION ENTRANCE \ / N \\ /
N.I.S. N.T.S. \\ /
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OS'HIM. FENCE Parr \ / ---
SIGN
N N / / ISSUED FOR: DATE:
A0HIIG) (ATH a. CMG" MOAN .. �RETCH �,�,� \ / N / / SCHEMATIC DESIGN 6.16.16
WT F[ 20'MIN.
.� N FINAL DRB 10.10.16
L 7
UNDISTURBED GROUND 't .• 1'REHAB FOR FRM Fa lt715441 N
NN / / / PROGRESS SET 11.29.16
EMBED FILTER CLOTH N. Yif ELSE SHRIP IP)
MIN.a'INTO/GROUND N / FLOWLINE
SECiiO N \\ / CENTERLINE CURB &
\ ROAD I CONC. PAN
SITE PLAN `, '
WOVEN MRE FENCE(MIN. 14 1f2 OAU CE, / ,NAV.8•A1ESH SPACING]1D'MA]f. C.TD C. 36•MIN. FENCEPOSTS,
/-
Wi+1.-- E / ,DRIVEN MIN. 16•INTO
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RGUHD _ I ♦ A1.01 SCALE: 111 = 101.01E \, . /
IINII � il ° WALL5LT51OI KRIIMFACI` S BASIS ELEVATION
11■.1■� MrI BIM5 SEWER MANHOLE 1140
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A>L HOTC is S HYDRANT -\ti, ( \ \0ME CLEW DISE Na — EXISTINGGRADE INV. OUT ELEV. 7969.16'
�A��r� , HEIGHTOFFILTER ROEMER MAST RIM ELEV. 7977.84'
rr��� ��A� Ili��ll�� 19'MIN. ( PROPOSED GRADE LINES yY� WV
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ALL RIGHTS RESERVEDIII
ir1 r 6•MIN. EADI RAMJ 5 (I.I B x 1)}cr r ao rH+sxzsCONACT ACT Blwu.blTK II WATERSCALE. 1"=10'0"
PERSPECTIVE VIEW SILTSACK INLET SEDIMENT CONTROL DEICE VALVEII DRAWN:
y1ONSTRUCTON NOTES fOR FABRICATED SJLI FE(10E
/ /1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO POSTS STEEL EITHER T OR U TYPE OR I
FENCE POSTE W TH MRE TIES GR STAPLES. 2•HARDWOOD. , PROJECT#: 1605
2. FILTER GOTH TO BE FASTENED SECURELY TO FENCE WOVEN WIRE, 14 1/2 GA.6' I /
WOVEN WINE FENCE MTH TIES SPACED EVERY 24• MAX MESH OPENING. / SHEET TITLE: SITE PLAN
AT TOP AND MID SECTION. , /
Al 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH FLIER CLOTH: FILTER X.MIRAF1 100X,
OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES STABILINKA 1140N OR APPROVED
AND FOLDED. EQUAL
4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND PREFABRICATED UNIT: GEOFAN,
MATERIAL REMOVED MIEN 'BULGES"DEVELOP IN ENIIROFENCE,OR APPROVED
THE SILT FENCE- EQUAL
5. SILT FENCE MUST 8E INSTALLED BEFORE
BEGINNING CON51RLC11CN.
SL 1T
FENCE A1101
N.T.S.